Access the full text.
Sign up today, get DeepDyve free for 14 days.
The available live load models were developed for short and medium span bridges. The paper deals with the development of live load for long span structures. Loads are considered as random variables, with regard to magnitude and frequency of occurrence. In contrast to short and medium spans, a long span live load must include the multiple trucks being present. Based on the analysis of traffic records (weigh-in-motion and videos) taken on selected bridges, the design live load has been developed and a recommended design live load has been formulated for consideration in the bridge design code.
Bridge Structures – IOS Press
Published: Jan 1, 2010
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.